The present paper presents art experimental program that was carried o
ut to investigate the effect of different types of filler material on
the rheological properties of fresh concrete. The results showed that
the different filler materials that had approximately the same particl
e-size distribution and consisted mainly of quartz, potassium feldspar
, plagioclase feldspar, and ground limestone, respectively did not aff
ect the rheological properties of the fresh concrete very much. Howeve
r a partial replacement of the pier with biotite muscovite, and chlori
te distinctly increased the yield stress, but did not change the plast
ic viscosity. The same effect was observed far an amphibole-type of ma
terial containing 15 percent biotite. Also, for the various concrete m
ires, the yield stress distinctly increased with time while the plasti
c viscosity was not affected during a period of 50 min.